Cementitious material.



No Drawing.

UNITED STATES PATENT OFFICE.

HENRY- S. SPACKMAN, OE ARDMORE, PENNSYLVANIA, AND ELLIS W. LAZELL, OI!

WILMINGTON, DELAWARE, ASSIGNORS, ZBY MESNE ASSIGNMENTS, TO HENRY S SPAGKMAN, OF ARDMORE, PENNSYLVANIA.

CEMENTITIOUS MATERlIAL.

To all whom it may concern Be it known that we, HENRYS. SPACK- MAN,'3. resident of Ardmore, Montgomery county, State of Pennsylvania, and ELLIS W. LAZELL, formerly a resident of the city and county of Philadelphia, State of Pennsylvania, and now a resident of Wilmington, county of Newcastle, and State of Delaware,

have made a certain new and useful Inven- .tion Relating to Cement-itious Materials and {Preparation Thereof, of which the followingis a' specification.

'- cqflThls invention relates to cementitious, that is to say, plastic materials or 'composi-- tions, such as plasters, hydraulic and other cements, comprising .incorporated calclum aluminates or equivalent strength accelerator sintering a relatively small proportion of available lime as compared with the available alumina present, attains its initial set after a relatively long period and its final set in a relatively shorttime thereafter. Such low-lime calc um alummate cement materials,- besides being themselves more or 1 less strongly hydraulic and cementitious, ex-

ert a valuable energizing action on cementitlous material comprlsmg llme or other earthy alkali material (such as magnesia,

baryta, strontia, or other material capable.

of combining with cooperating silicious material and calcium aluminate strength accelerating material). -When incorporated for example with natural cementstheir cementitious or binding properties are accelerated so as to greatly increase the early sand strengths of the mixedmaterial in the same general way as when using the calcium aluminate accelerators-described in the Spackman and Lazell Patent" 903,018, of November 3, 1908; while at the same time it is easier to prevent the composition having an unde- Specification of Letters Patent.

ent.

Patented June 18, 1912.

Application filed March 29, 1909.- Scrial No. 486,432.

material, the components being incorporated.

in such proportions that the lime for example is present to the extent of not more than about thirty-three per cent. of the alumina available for combination therewith after making due allowance for the lime required by any other com-ponents that may be pres- This maybe conveniently done by heating to the extent required to cause suiticient union of the components to developthe desired strength accelerating, slow-setting and other properties as by calcination to a clinkering or sintering temperature and if desired the material without thenecessity of grinding may be still further heated to complete fusion as in a blast furnace after which itmay be advantageously granulated in water or otherwise before being ground, the higher the temperature of union the slower as a general thing is the setting action. It

is of course understood that iron oxid or similar material may be used in some cases to replace to some extent at'least the alumina in this accelerating material, and that other earthy alkali material, such as anagnesia and so. forth, may be substituted for part at least of the-lime combin'ed,,t'hat is, more or less closely united therewith, such calcium aluminates and equivalent or substitute accelerating or energizing material being designated earthy alkali, strength accelerating compounds of alumina-like material. Suitable proportions of low-lime calcium aluminate or similar strength accelerating material and also if desired of controlling material to assist in efi'ectlng the desired quickness ofset and increase of strength may be prepared and, incorporated at any time beforeutilization with the independently cementitious material comprising oxids, hydrates or otherwise available lime or similarly acting ea-rthygalkali material combining or capableof combining with the aluminous accelerating material" and coiiperatlng s liclous material which may also be present if 'deslred. The alummous accelerat ing material preferably in finely divided condition may be prepared and incorporated before or after the gaging of the cement-1- tious material or may be dissolved or incorporated in the gaglng water; preferably,

a with cooperating lime or equivalent earthy Silica (SiO.)

alkali material in connection with cooperating silicious material and controlling material if desired, may be prepared by having present a suflicient proportion of slowsetting calcium aluminate .to give the desired setting time to the compositions, which in many cases'havesand strengths at early periods considerably in excess of the standard Portland cement requirements. Many low-limed calcium aluminates with higher limed, quick setting calcium aluminate produce cements having much greater strength than ordinary Portland cements and partaking of the slow-setting qualities of low lime calcium aluminates. An illustrative composition of this character may be prepared by making a finely divided mixture of low lime, slow-setting, hydraulic, highly cementitious, calcium aluminate produced by thorough calcination and having the following approximate analysis:

' Alumina (A1 0 65.32 Iron (Fe O 12. 16 Lime (CaO); 20. 94

Magnesia (MgO) Volatile matter 44 None.

and an equal proportion of a diversely prepared calcium aluminate higher in lime, having an initial set of five minutes and a final set of seven minutes and containing:

This composite hydraulic; composition when tested according to the standard methods adopted by the American Society of Civil Engineers and prescribed by the American Society for Testing Materials in conjunction with thestandard specifications for testing of Portland cements, gave the following results:

Setting time: Gilmores needle per cent. of

water, 28; initial set, 5 hrs; final set, 5 hrs. j10 1 nin.; constancy of volume, 0. K.-

Tensile test: 1 part mixture,

after 24 hours.

24 hours. 7 days. 28 days. 3 months.-

Lbs. Lbs. Lbs. Lbs.

Average 385 500 512 695 Tensile test: same 1 to 8 mixture, kept in air.

28 days. 8 months.

Average...

The quickness of set can, regulated by 'tarding agent and can be further controlled to a considerable extent by varying the-proportions uscd 'o-f the slow-setting and quick setting calcium aluminates such as described in our'Patentj;;No. 903,018 and in our copending application filed September 27, 1907 as SerialvNo. $9 1,910 from which sub- 8 parts sand, kept in water of course, be asmall addition of suitable reject matter has been takenfor insertion in this, continuing application, and which refers to simllarly acceleratlng 'calclum aluminum compounds of substantially the comi position of calcium aluminates containing from about one to three molecules of lime to one of alumina which may be prepared for instance by calcining finely ground lime and bauxite or other aluminum compound such as kaolin or high alumina clays. Other materials may be incorporated with such composite, hydraulic, slow-setting strength accelerator if desired, such as hydraulic, independently cementitious materials, or if desired suitable proportions of finely divided, inert materials or stretchers, suchas -finely ground silicia which may be used up to about twice the amount of the combined calcium aluminate material where the cement is to be used for ordinary purposes. An illustrative composition of this character may be prepared by mixing fifty parts of finely ground sand, twenty-five parts of the above slow-setting, low-lime calcium aluminate, twenty-five parts of the higher lime, quick setting calcium aluminate, all being ground to such fineness as to pass the #100 mesh sieve. This cement when tested in the usual manner for Portland cement with the addition of three parts, by weight, of standard Ottawa sand, gave the following results Setting time: Initial set, 4 hrs. 35 minutes; final set, 6 hrs. 39 minutes.

Tensile tests: 24 hours, 168 lbs; 7 days, 198 lbs; 28 days, 240 lbs. 1

A similar composition using inert stretchers was made of one half of this slow-setting, low-lime calcium aluminate, one-half finely ground sand. This when tested in the manner usual for Portland cement with the addition of three parts, by weight, of standard Ottawa sand, gave the following physical tests Tensile tests: 24 hours, 83 lbs.; 7 days, 198 lbs; 28' days, 332-lbs.

The low-lime, slow-setting calcium aluminate cement materials when used alone have a longer period of plasticity, not acquiring their initial set as a rule under ten hours but develop very high strength shortly afterward. An illustrative example, when tested'in the usual manner for Portland cement did not acquire its initial set under ten hours yet when tested one part cement to three parts sand, by weight, gave at 24 hours 233 pounds, and at seven days 435 poundsf Such low-lime, slow-setting calcium aluminate 'cement material and also composite strength accelerating material comprising the same in admixture with high-lime, quick setting calcium aluminate materials'may of course be used when incorporated with suitable proportions of lime Such slow-setting, strength accelerating material is of course desirable for incorporation with quick-setting natural cc ments or other quick-setting cementitious materials, it being possible to incorporate considerably larger' proportions of the strength accelerating material when these low-lime, slow-setting aluminates are used, or, if desired, to omit or reduce in many cases the calcium .sulfate retarding material usually employed to prevent undesirably quick set.

The following comparative test shows the different effect of incorporating with natural cement of the character indicated ten per cent. of low-lime, slow-setting calcium aluminate, such as described, anda similar proportion of quick-setting, hydraulic calcium aluminate, two per cent. of calcium sulfate being present in all cases; it being, of course, understood that such highly cementitious material produced by the incorpora-.

tion of the aluminates fulfils the constant volume and sand strength requirements for standard Portland cement.

pounds at three months.

Several illustrative examples of slow-setting, hydraulic, aluminous, strength acceleratmg materials contalnlng cons1derable silica and which were completely fused duringtheirmanufacture so as to have comparatively slight strengths at early periods when used alone or in the absence of available lime wereproduced in a blast furnace using iron ores containing approximately fourteen per cent. of alumina, these aluminous slags had the following approximate The following comparative test shows the result of incorporating ten per cent. of the strength accelerating material indicated in.

the second analysis given above with the following natural cement in comparison with a .similar incorporation of quick-setting,

higher lime aluminate, strength accelerating material with the same natural cement.

Natural ce- Natural ce- Natural cef"" 10% ment with 10% ment. 8 g figg higher lime aluminute.

Initial set 1 hr. 35 min. 6 hrs. 9 min. 20 minutes. Final set 2 hrs. 40 min. 8 hrs. 30 minutes.

Temile test: 1 part I cement, 3 parts aand- 7 days 95 lbs. 230 lbs. .200 lbs. 28 days 156 lbs. 335 lbs. 270 lbs.

The fused calcium aluminate strength accelerating material having the second analysis given above, when mixed with an equal proportion of low-lime calcined calcium aluminate material such asreferred to in connection with the first. analysis given in this application, produced a slow-setting highly cementit-ious material which gave when tested in theordinary way for cement with three parts of sand the following tensile strengths: 180 pounds at seven days, 490 pounds at twenty-eight days and 530 Such high alumina, high silica material can also be advantageously used either alone or in conjunction with l-ow-lime, slow-setting calcium aluminateas an addition to independently cement-itious material, such as lime. Similar composite aluminate strength accelerating materials produce hydraulic highly cementitious material when incorporated with considerable proportions of finely ground inert materials, silicious stretchers or cooperating silicious and other materials.

and may be advantageously incorporated with natural cements, for example: a mixture containing ten parts fused calcium aluminate containing considerable proportions of silica, analysis #2, two parts plaster, eighty-eight parts natural cement, when tested in the manner usual for cement had an initial setting time of 6 hours 9 minutes and a final setting time of 8 hours; and when tested in water with three parts of sand had 230 pounds tensile strength at seven days and 835 pounds at twenty-eight days. Such fused aluminous and other calcium aluminate strength accelerating material may be advantageously incorporated in comparatively small proportions with lime or similar alkali materiahthese compositions comprising from about one to ten per cent. of incorporated alumina and having greatly increased setting spreading and sand-carrying properties. Suitable illustrative plaster compositions may be prepared by incorporating five to twenty per cent. of such fused calcium aluminate strength acceleratin cement material with ordinary. hydrated lime, in connection, if desired, with suitable stretchers or other ingredients.

The following table shows the tensile,

strengths when tested with four parts of commercial sand, of hydrated lime with which ten and fifteen per cent. of this fused aluminous material containing a considerable amount of silica had been incorporated:

Hydrated limo Hydrated lime with 10% with 15 alumlnate. alumina 84') lbs. 88 lbs. 60 lbs. 08 lbs- 75 lbs. 78 lbs.

Having described the invention inconnection with a number of illustrative ingredients, proportions, formulas, and methods of preparation, to the details of which disclosure the invention is not of course to be limited, what is claimed as new and what is desired to be secured by Letters Patent is set forth in the appended claims:

1. The slow-setting hydraulic highly cementitious material having sand strengths considerably greater than and fulfilling the constant volume requirements for standard Portland cement comprising large proportions of slow-setting, highly cementitious,

strength accelerating earthy alkali com-- pounds rich in alumina-like material and comprising cooperating cementitious material including earth alkali material.

2. The hydraulic ighly cementitious ma tcrial having sand strengths considerably greater than and fulfilling the constant volume requirements for Portland cement comprising large proportions of cementitious, composite, strength accelerating earthy alkalli compounds rich in alumina-like materia composite,

alkali compounds rich in alumina-like'material including earthy alkali compounds of alum-ina-like material comprising considerable silica and including diversely prepared earthy alkali compounds of alummalike material.

4. The highly cementitious material having sand strengths considerably greater than and fulfilling the constant volume requirements for hydraulic cement comprising considerable proportions of composite, strength accelerating earthy alkali compounds rich in. alumina-like material and comprising cooperating cementitious material.

5. A highly cementitious material fulfilling the sand strength and constant volume requirements for hydraulic cement comprising considerable proportions of slow-setting, com osite, strength accelerating earthy alka'i compounds of alumina-like material and comprising considerable proportions of coiilperatmg earthy alkali or silicious materia 6. The highly cementitious material substantially fulfilling the sand strength and constant-volume requirements for hydraulic of slow-setting strength accelerating earthy alkali compounds rich in alumina-like material and comprising quick-setting hydraulie independently cementitious material including available earthy alkali material.

7. The highly cementitious material fulfilling the sand strength and constant volume requirements for hydraulic cement comprising a small proportion at least of slow-setting strength accelerating, earthy alkali compounds of alumina-like material and comprising large proportions of natural cement.

8. The highly cementitious material fulfilling the sand stren th and constant volume requirements or hydraulic cement comprising small proportions at least of slow-setting strength accelerating calcium aluminate material and comprising large proportions of natural cement.

9. The highl' cementitious material fulfilling the sand strength and constant volstrength accelerating earthy ume requirements for hydraulic cement comprising a small proportion at least of slow-setting, strength accelerating calcium aluminate material rich in alumina including fused calcium aluminate material and comprising large proportions of natural cement.

10. The cementitious material fulfilling the constant volume requirements for standard Portland cement comprising small pro- 60 corporatedtherewith.

small proportions at least of slow-setting strength accelerating highly aluminous pom- 10 pounds and comprising considerable proportions of natural cement.

12. The slow-setting cementitious material fulfilling the sand strength and constant volume requirements for hydraulic cement .15 comprising small proportions at least of.

slow-setting, hydraulic, strength accelerating calcium :aluminate material richin alumina and comprising considerable proportions of natural cement. a

13. The sloW-sett'ng cementitious material comprising small proportions at least of slow-setting, strength accelerating earthy alkali compounds richinalumina-like ma- .terial and comprising considerablepropor- 25.tions.of natural cement.

' like material and comprising considerable proportions of cooperating cementitious material. p

15. The cementitious material comprising considerable proportions of composite,

strength accelerating earthy alkali compounds of alumina-like material containing considerable proportions of silica and including 'diversely prepared earthy alkali compounds of alumina like material and 40 comprising considerable proportions of cooperating material.

16. The cementitious material comprising considerable proportions of artificially proportioned, slow-setting strength accelerating earthy alkali compounds rich in aluminalike material and comprising considerable proportions of cooperating cementitious material. I 17. The slow-setting cementitious material comprising considerable proportions of artificially proportioned, slow-setting accelcrating earthy alkali compounds rich in alumina-like material.

18. The cementitious'material comprising 55. considerable proportions of slow-setting,

high aluminous accelerating material-capable of accelerating the setting and cementitious properties of cooperating cementitious I material comprising available :lime when in'-.

'19. .The cementitious material comprising considerable proportions of slow-setting, h draulic high aluminous compounds combined at great heat and comprisingconsidincluding erable proportions of "cooperating material including earthy alkali material.

20. Theslow-setting cementitious material comprising considerable proportions of slow-setting earthy alkali compounds rich in alumina-like material and comprising considerable proportions of cooperating material including earthy alkali material.

21. The slow-setting cementitious material comprising considerable proportions of calcium aluminate material rich in alumina earthy alkali compounds of alumina-like material low in earthy alkali material and containing between 25 and 40 ,per cent. of aluminaand of silica and comprising considerable proportions of cooperatlng cementitious material including available earthy alkali material.

22. The cementitious material comprising considerable proportions of artificially proportioned .slowsetting earthy alkali. compounds of alumina-like material low in earthy alkali material and comprising considerable proportions of cooperating cementitious material including available earthy alkali material.

23. The cementitious material comprising considerable proportions of fused earthy alkali compounds of alumina-like material low in earthy alkali material and contain-' ing between 25 and l0 per cent. of alumina and; of silica and comprising considerable proportions of cooperating cementitious material including available earthy alkali material.

24. The cementitious material comprising small proportions at least of artificially proportioned fused calcium aluminate material rich in alumina and low in lime and containing substantially equal considerable proportions of alumina and silica and comprising considerable proportions of cooperating cementitious material including available earthy alkali material.

25. The cementitious material comprising small proportions at least of artificially pro portioned fused calcium aluminate material rich in alumina and 10W in lime and contain- .ing considerable silica and comprising consmall proportions at least of cementitious earthy alkali compounds rich in aluminalike material containing considerable silica and between about 25and 40 per cent. of alumina and capable of'accelerating the setting and cementitious properties of coopcrating cementitious material comprising available lime when incorporated therewith and comprising considerable proportions of cooperating cementitious material.

28. The cementitious material comprising small proportions at least of slow-setting, hydraulic, highly cementitious high aluminous compounds combined at considerable heat and capable of accelerating the setting and cementitious properties "of cooperating cementitious material comprising available lime when incorporated therewith and com prising cooperating cementitious material.

29. The cement material capable of developing and accelerating the cementitious properties. of cooperating cementitious material containing available lime when incorporated therewith and comprising artificially proportioned, slow-setting, composite, calcium aluminate material including calcium aluminate material rich in alumina and combinedat great heat and including .diversely prepared earthy alkali compounds of alumina-like material.

30. The cement material capable --of accelerating the cementitious properties and early strengths of cooperating cementitious material containing available limewhen incorporated therewith and comprising artificially proportioned, composite earthy alkali compounds rich in alumina-like material and containing considerable silica.

31. The cement material capable of accelerating the cementitious properties and early strengths of cooperating cementitious material including available lime when incorporated therewith and comprising slowsetting, highly cementitious strength accelerating material including calcined calcium aluminate material rich in alumina.

32. The cement material capable of accelerating the hydraulic and cementitious properties and early strengths of co6perating cementitious material containing available hme when incorporated therewith and comprising slow-setting, highly cementitious strength accelerating material includ-v fing calc ned calclum alummate materlal rich in alumina and containing less lime thanabout one-third" of the available alumina combined therewith.

33. Thecement material capable of acl celerating the hydraulic and cementitious properties andearly strengths of cooperating cementitious material containing available lime when incorporated therewith and comprising slow-setting, "highly cementitious strength accelerating material including calcined earthy alkali compounds of alumina-like material containing less earthy alkali material than about onethird of the available alumina-like therewith.

34. The cement material capable of accelerating the hydraulic and cementitious properties and early strengths of coiiperat ing cementitious material containing available lime when incorporated therewith and comprising slow-setting highly cementitious strength accelerating material including earthy alkali compounds of alumina-like material combined at great heat and containing less earthy alkali material than about one-third of the available aluminalike material combined therewith. v 35. The cement material capable of dematerial combined veloping and accelerating the hydraulic and cementitious properties and early strengths of cooperating cementitious material con-- taining available. lime when incorporated therewith and comprising slow-setting, highly cementitious strength accelerating material including earthy alkali compounds of alumina-like material low in earthy alkali material and combined atgreat heat.

'36. The cement material capable of dcveloping and accelerating the hydraulic and cementitious properties and early strengths of. cooperating cementitious material con-v taining available lime when combined therewlth and comprismg slow-settlng, highly cement tious strength accelerating material including earthy alkali compounds of alumina-like material.

37. The cement material capable of developing and accelerating the hydraulic and cementitious properties of cooperating. cementitious material containing available lune when incorporated therewith and comprising slow-setting, highly cementitious accelerating earthy alkali compounds of alumina-like material combined at considerable heat.

38. The cement material capable of accelerating the setting properties of cooperating cementitious material containing available lime when incorporated therewith and consisting in greater part of artificially proportioned, slow-setting calcium aluminate accelerating material containing considerable silica combined at great heat,- rich in alumina and low in lime and containing alumina to the extent of not less than threequarters of the silica.

39. The cement material capable of accelerating the setting properties and early strengths of cooperatingcementitious ma-- terial containing available lime when incorporated therewithand comprising artificially proportioned, slow-setting strength accelerating earthy alkali compounds of alumina-like material rich in alumina-like material including earthy alkali compounds of alumina-like material combined, at great heat containing considerable silica and rich in alumina-like material.

40. The cement material capable of accelerat-ing the setting. properties of cooperating cementitious material containing available lime when incorporated therewith and comprising artificially proportioned, slow-setting, highly cementitious. calcium aluminate accelerating -mater1al rich in alumina including calcium aluminate material low in lime and containing between 25 and 40 per cent. of alumina and of silica combined at great heat. l 3

41. The cement materialaccelerating the setting properties of cooperating cementitious material containing available lime when incorporated therewith and comprising artifieially proportioned, slow-setting calcium .aluminate accelerating material rich in alumina including calcium aluminate material containing between about and 40 per cent. plf alumina and of silica combined at great eat.

42. The slow-setting hydraulic highly-cementitious cement material accelerating the setting properties ,of' cooperating cementitious material containing available lime when incorporated therewith and consisting essentially of earthy alkali compounds rich in alumina-like material and containing less earthy alkali than about one-third of the alumina-like material combined therewith at great heat. I a

43. The cement material accelerating the setting properties of cooperating cementitious material containing available lime when incorporated therewith and comprising fused-calcium aluminate material containing between about 25- and'4O per cent. of alumina and containing silica in considerable proportions but less than the alumina.

44. The cement material accelerating the setting properties of cooperating cementitious material containing available lime when incorporated therewith and comprising fused high aluminous low lime material containing considerable silica and in which the alumina exceeds the silica.

45. The slow-setting, hydraulic highly cementitions cement material consisting in greater part of lowlime calcium aluminate material rich in' alumina and combined at 46. The slow-setting, hydraulic, highly cementitious, "calcined cement material. consisting in greater part of low lime calcium illuminate-material richini alumina.

47. The slow-setting highly cementit-ious, cement material consisting in greater part of calcium aluminate material rich. in alumina.

' 48. The. slow-setting, hydraulic, highly cementitious,

cement material consistingnn greater part (if earthy alkali compounds richin alumina-like material and containing less earthy alkali than about one-third of the alumma-like material combined therewith at great heat. a

49. The slow-settin g hydraulic,'highly cementitious, composite, cementmaterial c011- sisting essentially of diverscly "prepared earthy alkali compounds rich 1n aluminalike material. a

50. The slow-setting, hydraulic, highly cementit'ious, composite, cement material consisting in greater part of diverscly prepared earthv alkali compounds comprising earthy alkali strength accelerating compounds rich in alumina-like material and containing less earthy alkali than about onethird of the alumina-like material combined therewith.

51. The slowsetting, hydraulic, highly cementitious, cement material consisting essentially of earthy alkali compounds of alumina-like material including earthy alkali compounds rich in alumina-like material containing between about 20 and 40 per cent. of silica and containing less earthy alkali material than about one-third of the alumina-like material combined therewith at cement material consisting in greater part of earthy alkali copounds rich in aluminalike material andlow in earthy alkali combined at great heat.

55. The slow-setting, cement material accelerating the setting properties of cooperating cementitious material containing available lime whenincorporated therewith 54. The slow-setting, highly cementitioiis, i

and consisting in greater part of artificially proportioned earthy alkali compounds rich in alumina-like material containmg less earthy alkali material than about one-third of the alumina-like material combined therewith.

56. The slow-setting, highly cementitious,

' cement material consisting in greater part of artificially proportioned earthy alkali compounds of alumina-like material. I

57. The slow-setting, highly cementitio us, cement materialconsisting in greater part of artificially proportioned earthy alkali compounds rich in alumina-like material,-

low in earthy alkali and containing considerable silica combined at great heat. i

L 58. The process of manufacturing cement,

which consists in melting a mixture of alu minous material and lime, and then cooling and granulatin-g the resulting mass.

59. The process of manufacturing cement, whichconsistsin heating a mixture of aluminous material and lime until a melted mass is obtained, cooling the mass rapidly,

. then granulating it, and finally subjecting it to trit-uration.

terial consistlng in greater part of artifi cially proportioned calcium aluminate material rich in aluminav and comprising iron.

63. The highly cementitious material comprising lime and rich in alumina, the lime being present in amounts sufiicient to be capable of combining in substantially mono-calcic proportions with the alumina in addition to combining With the silica and other materials.

64. A cement formed of a mixture of bauxite and lime. I

65. A cement formed of a mixture of lime and a material rich in alumina.

66. A cement comprising lime, and alu; minous and ferruginous material.

67. A cement comprising lime, and aluminous and ferruginous material containing relatively little silica.

68. The high aluminous cement material largely formed ofa base combined with alumina.

' 69. The high aluminous cement material formed by the reaction at great heat of material rich in alumina with relatively basic material.

70. The cement material capable of devel oping and accelerating the cementitio 5 properties and early strengths of cooperating cementitious material containing available lime when incorporated therewith and comprising an artificially proportioned mixture of lime and a material rich in alumina combined at great heat.

71. The cement material capable of developing the cementitious and spreading properties of cotiperating cementitious material containing available lime when incorporated. therewith and comprising calcium alumi-' nate material.

7 2. The cement material capable 0 f developing and accelerating the cementitious and spreading properties and early strengths of cooperating cementitious material contain- 'ingavailable lime when incorporated therewith and comprising calcium aluminate material formed of a mixture of bauxite and lime.

73. The cement material capable of developing the cementitious and spreading prop erties of 'cooperatingcementitious material containing available lime when incorporated therewith and comprising an artificially proportioned mixture of lime and a material rich in alumina.

74. The cement material capable of developing the cementitious andspreading properties of cooperating cementitious material containing available lime when incorporated therewith and comprising amixture of bauxite and cooperating earthy alkali combined at great heat. i

75. The cement material capable of developing the cementitious and spreading prop,- erties of cooperating cementitious material containing available lime when incorporated therewith-and formed of a mixture of bauxits and lime.

7 6. The cement material capable of developing the cementitious and spreading properties of cooperating cementitious material 7 containing available lime when incorporated therewith and comprising hydraulic calcinled calcium aluminate accelerating materla '77. The ceme'ntmaterial capable of developing thecementitious and spreading properties of cooperating cementitious material containing available lime when incorporated therewith and comprising artificially proportioned earthy alkali compounds rich in alumina like material. 7

7 8. The cement material capable of developing the cementitious and spreading properties of cooperating cementitious material containing available lime when incorporated therewith and comprising artificially proportioned earthy alkali compounds rich in alumina like material combined at great heat.

7 9. The cement material capable of developing the cementitious and spreading properties of cooperating cementitious material containing available lime when incorporated therewith and comprising artificially proportioned earthy alkali compounds rich in alumina like material and containing iron.

80. The cement material capable of developing and accelerating the setting, cementitious and spreading properties of cooperating cementitiousmaterial containing large proportions of lime when incorporated therewith and comprising bauxite and earthy alkali material united therewith.

81. The cement material capable of developing or accelerating the cementitious properties of cooperating cementitious material containing large proportions. of available .lime when incorporated therewith and formed of a mixture of alumina and a cooperating base.

82. The cement material rich in alumina and capable of developing and accelerating the setting and spreading properties of cooperating cementltious material containing large proportions of available lime When in- I corporated therewith and formed of an art-ificially proportioned mixture of aluminous EXTENSION or PATENT.

7 Patent No. 1,029,953.

Granted June 18, 1912. to

HENRY s. 'SPACKMAN.

' The above entitled patent has been extended, under the provisions of the Actoof May 31, 1928, for five years, eleven monthsand twenty-four days front the expiration of the original term thereof.

April 26, 1930.

ommissioner of Patents.

.lime when incorporated therewith and formed of a mixture of alumina and a cooperating base.

82. The cement material rich in alumina and capable of developing and accelerating the setting and spreading properties of cooperating cementltious material containing large proportions of available lime When in- I corporated therewith and formed of an art-ificially proportioned mixture of aluminous EXTENSION or PATENT.

7 Patent No. 1,029,953.

Granted June 18, 1912. to

HENRY s. 'SPACKMAN.

' The above entitled patent has been extended, under the provisions of the Actoof May 31, 1928, for five years, eleven monthsand twenty-four days front the expiration of the original term thereof.

April 26, 1930.

ommissioner of Patents. 

